Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2, Parts 1-2American Society of Mechanical Engineers, 2000 - Arctic regions |
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Page 83
BV calls for measuring stiffness either separately or as an optional part of the
break test . The rope is precycled as for break testing ( described above ) before
conducting these stiffness tests . This is followed by a three step stiffness ...
BV calls for measuring stiffness either separately or as an optional part of the
break test . The rope is precycled as for break testing ( described above ) before
conducting these stiffness tests . This is followed by a three step stiffness ...
Page 291
risers with smaller contact stiffness ( 206 kips / inch or 361 KN / cm ) . The two
stages become more apparent in the second example . added mass outside the
riser , and the mass of appendages . MC " is a concentrated mass , such as a
flange ...
risers with smaller contact stiffness ( 206 kips / inch or 361 KN / cm ) . The two
stages become more apparent in the second example . added mass outside the
riser , and the mass of appendages . MC " is a concentrated mass , such as a
flange ...
Page 393
Since stiffness scales with scale ratio squared , the desired model air stiffness is
13830 N / m . The measured air cushion stiffness is 19197 N / m ( Figure 4 ) ,
much higher than this value . Thus , an air stiffness correction device was
required ...
Since stiffness scales with scale ratio squared , the desired model air stiffness is
13830 N / m . The measured air cushion stiffness is 19197 N / m ( Figure 4 ) ,
much higher than this value . Thus , an air stiffness correction device was
required ...
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Contents
OCEAN SPACE UTILIZATION AND OFFSHORE TECHNOLOGY | 1 |
Evaluation of Low Frequency Motions of a Turret Moored FPSO System and Their Influence | 9 |
A Design Evaluation Method to Assess the Strength and Fatigue Characteristics of FPSOS | 17 |
Copyright | |
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amplitude analysis angle applied approach ASME assumed average beam bending breaking calculated coefficient compared comparison components computed Conference considered Copyright corresponding cylinder damage damping deck depth determined developed direction displacement distribution dynamic effects element energy Engineering equation estimated extreme fatigue Figure floating fluid forces frequency function geometry given heave horizontal included increase initial International joint length linear load mass maximum mean measured method mode mooring motion nonlinear normal observed obtained Offshore parameters peak performed period plates platform position prediction present pressure problem Proceedings range ratio reference relative represent respectively response riser rope scale shape ship shown shows significant simulation soil solution Spar spectrum stiffener stiffness strength stress structure surface surge Table Technology tension tests values variation vertical vessel wave height wind